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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil 70% |
| 2 | b) Ordinary rock 30% |
| 3 | Dumping stone including cost of stone on horizontal level. |
| 4 | Dumping stone including cost of stones on Slopes (Behind pitching) (Including Plum concrete) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excludingthe cost of centering, shuttering and finishing: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) |
| 7 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form fora) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 10 | Providing laying and fixing of MS pipe 300mm dia including cost of excavation earth and refilling in position including loading, unloading and carriage ( Complete job) |
| 11 | Carriage of material from source to site of work by Mechnical Transport including loading unloading and stacking. a) Cement an avg lead 115 Km |
| 12 | b) Sand an avg. lead 45Km |
| 13 | c) Stone aggregate an avg lead 45 km |
| 14 | d) Stone an avg lead 05Km Please Enable Macros to View BoQ information |
